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1610 E St Andrew Pl Unit #100 - Plan
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1610 E St Andrew Pl Unit #100 - Plan
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Last modified
2/13/2026 5:02:59 AM
Creation date
2/13/2026 5:01:11 AM
Metadata
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Template:
Plan
Permit Number
101121865
Full Address
1610 E St Andrew Pl Unit# 100
Street Number
1610
Street Direction
E
Street Name
St Andrew
Street Suffix
Pl
Unit Number
100
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(B-01717) 12 GA. KNEE <br />BRACE BRACKET <br />5 5/16 <br />2 3/8 <br />1 5/16 <br />7 GA. <br />4 9/16 <br />7 <br />1 7/8 <br />BETWEEN UPRIGHT WIDTH <br />1.9 OD <br />SCHEDULE 40 <br />(B-03941) SCHEDULE 40 SUPPORT PIPE ASSY(B-03854) 4 GA. PIPE <br />RETAINER <br />3/8-16 TAP <br />7 47/64 <br />1 1/8 <br />4 1/2 <br />1 1/2 <br />2 1/4 <br />8 <br />(B-03944) 10 GA. SPACER <br />CHANNEL <br />(B-01283) 4 GA. PIPE <br />RETAINER BASE PLATE <br />7 3/4 <br />1 1/2 <br />WELD <br />3/16 <br />7 GA. <br />4 9/16 <br />7 <br />1 7/8 <br />BETWEEN UPRIGHT WIDTH <br />1.9 OD <br />SCHEDULE 80 <br />9/64 13/64 <br />1 9/641 9/64 <br />INSIDE ON BOTH SIDES <br />WELD <br />3/16 INSIDE ON BOTH SIDES <br />(WA-000537) SCHEDULE 80 SUPPORT PIPE ASSY <br />Ø7/16 X 7/8 (10 SLOTS - 5 EACH END) <br />27 <br />24 <br />OA <br />H <br /> <br />( <br />S <br />T <br />A <br />N <br />D <br />A <br />R <br />D <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />S <br /> <br />F <br />R <br />O <br />M <br /> <br />3 <br />6 <br />" <br /> <br />- <br /> <br />1 <br />4 <br />1 <br />" <br />) <br />3 19/32 <br />41 3/4 <br />1/2 <br />1/2 <br />2 <br />4 3/16 <br />1/2 <br />ODD <br />LENGTH <br />(B-03939) 7 GA. POLY-TIER <br />SUPPORT EXTENSION <br />1 1/2 <br />1 1/2 <br />STANDARD POLY-TIER ASSEMBLY (2 LEVELS)TALL POLY-TIER W/ SPLICE CHANNEL & EXTENSION (2 LEVELS) <br />ANCHOR AT SLAB ON GRADE <br />(B-03937) POLY-TIER STAND <br />WELDMENT <br />8 3/4 <br />1 3/4 <br />WELD <br />1 1/43/16 <br />7 GA. <br />4 GA. <br />OA <br />H <br /> <br />( <br />S <br />T <br />A <br />N <br />D <br />A <br />R <br />D <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />S <br /> <br />F <br />R <br />O <br />M <br /> <br />1 <br />2 <br />" <br /> <br />- <br /> <br />1 <br />4 <br />4 <br />" <br />) <br />1/2 <br />4 3/16 <br />1/2 <br />2 <br />4 <br />(B-03940) 7 GA. POLY-TIER COUPLING CHANNEL (B-00705) 4 GA. SHORT KNEE BRACE <br />3 1/4" MIN <br />EMBEDMENT <br />OR <br />OR <br />OR <br />2 STD <br />OR <br />4" W/ ACCUM/REFLECTOR CHANNELS <br />CONV. OAW <br />2" STD CONVEYORS <br />& <br />4" IF USING ACCUM/REF CHANNEL <br />CONV. OAW <br />OR <br />Ø1/2 ANCHOR <br />(2) PER SUPPORT LEG <br />9 <br />3A5 <br />7 <br />6 <br />3B <br />2 1 <br />4 8 <br />8 <br />11 12 13 <br />10 13 <br />9 <br />11 12 13 <br />11 1311 <br />11 1311 <br />8 <br />11 12 13 <br />10 13 <br />9 <br />11 12 13 <br />11 1311 <br />11 <br />11 <br />1111 <br />1111 <br />13 <br />13 <br />13 <br />13 <br />11 14 <br />11 14 <br />2 <br />1 <br />4 <br />1 <br />5 <br />6 <br />5 <br />6 <br />3B3A <br />3B3A <br />3B3A <br />11 1311 <br />11 14 <br />5 <br />6 <br />3B3A <br />11 13 <br />11 13 <br />11 13 <br />11 13 <br />S&H Approved Anchors <br />ICC Report Type Brand Part Number Dimensions Seismic Approved Slab Thickness Notes <br />ICC-ES ESR 2713 <br />(concrete) <br />Screw Simpson Titen HD THD50400H 1/2" X 4"Y Building is a 6" slab on grade - <br />Used in calculation report for <br />anchor calculation <br />2 Anchors per Vertical <br />TITLE <br />Notice: This drawing and the design information contained <br />herein shall remain the sole property of S & H Industrial <br />Services, Inc. It is submitted for use in reference only and shall <br />not be duplicated, or given to a third party without the written <br />consent of S & H Industrial Services, Inc. S & H Industrial <br />Services, Inc. assumes no responsibility for the design of <br />operation of any structure or material shown on this drawing <br />not furnished by S & H Industrial Services, Inc., under the <br />contract to which this drawing applies. <br />MATERIAL HANDLING <br />SYSTEM INTEGRATION <br />5904 Krueger Drive <br />Jonesboro, AR 72401 <br />Tel 870-933-7346 <br />REVISION NO. <br />SHEETSCALE <br />DATE <br />CHECKED BYDRAWN BY <br />JOB NO <br />DWG NO <br />TITLE <br />RE <br />V <br />IN <br />I <br />T <br />I <br />A <br />L <br />S <br />DA <br />T <br />E <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />SH <br />E <br />E <br />T <br /> <br />R <br />E <br />V <br />I <br />S <br />I <br />O <br />N <br />S <br />2 <br />LB <br />3/ <br />7 <br />/ <br />2 <br />0 <br />2 <br />5 <br />Ad <br />d <br />r <br />e <br />s <br />s <br />i <br />n <br />g <br /> <br />P <br />e <br />r <br />m <br />i <br />t <br /> <br />R <br />e <br />v <br />i <br />e <br />w <br /> <br />C <br />a <br />l <br />l <br />o <br />u <br />t <br />s <br />3 <br />LB <br />6/ <br />1 <br />5 <br />/ <br />2 <br />0 <br />2 <br />5 <br />Ad <br />d <br />r <br />e <br />s <br />s <br />i <br />n <br />g <br /> <br />P <br />e <br />r <br />m <br />i <br />t <br /> <br />R <br />e <br />v <br />i <br />e <br />w <br /> <br />C <br />a <br />l <br />l <br />o <br />u <br />t <br />s <br />Collectors.com <br />CALIFORNIA <br />Outbound Addition <br />---- <br />Conveyor Supports - Poly-Tier <br />316932C_P3 <br />316932C <br />JBB LB <br />NTS 06 <br />6/15/25 3 <br />*EACH SUPPORT IS REQUIRED TO HAVE FOUR ANCHORS <br />EXP. 6/30/2026 <br />06/17/2025
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